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HomeMy WebLinkAbout06060001.9se C, - 4 - • .� NO 00 00001 Z tl-: t_:o MM00 aJ LEGEND w = RIGHT -OF -WAY LINE = STORM SIWER LINE SWALE Q I = SANITARY SEWER LINE '��� A / o (� o O �� • = SANITARY SEWER MANHOLE = FLOW DIRI CTION Ha EXIST. COPITOURS o m o z O = STORM BI [HIVE INLET ❑ = STORM INI ET a O T.C. = TOP OF ' ASTING INV. = INVERT �• rA ,�/ RCP = REINFORCI D CONCRETE PIPE W a O O O O \ V r o a° PVC = POLYVINYI CHLORIDE SANITARY SEWER PIPE M.H. = MANHOLE 0 Li Z w> \ = STR. STRUCTURF D. &U.E. = DRAINAGE AND UTILITY EASEMENT R.D.E. = REGULATE) DRAIN EASEMENT a Z W B.S.L. = BUILDING SETBACK LINE Q� po Q p w o ° / _ M V.W. = VARIABLE WIDTH PROP. = PROPOSED ME =MATCH E %ISTING = 00 I 'C � -0 � � � — � � �� '� � . — = SUBSURFACE DRAIN AND SUMP LINE H Ln � w =WATER LINE CONCRETI END SECTION W =FLOOD F'CUTE CD �. °' ° 000.0 = PROPOSID GRADE STM STIR #700 = PROP. STORM 0 W V Of � I w Ln > '0 g w ° �n o I �' �`�` �� � STURCTURE NO. SAN STIR #900 = PROP. SANITARY STURCTURE NO. fff- -- ---iii '(J' �n,I V) U I ��8'0 ��� w _ t. �� / \' - - 1� `L 1 � � �'� 1 . �� � � i � � _ I� - _ / EXIST. TNEELINE I = PROPOSI D FIRE HYDRANT O � ,7i� o �? � � � =��- � � � � ��`� � ���� ' ' � _ — _ � = PROPOSI D WATER LINE VALVE O PROPOSI Cn 857.3 = D PAD GRADE V _ _ _ I ZI Jo ,66� / �?� = MINIMUM PROTECTION GRADE M.F.P.G. FLOOD _ _ _ _ _ 3S 7 ,01 3 _ __ __ 3 n�-a ,0� -- °� ° , U ° �� _� a ° -- -- _ � ; OF PAD` -, MINIMUM GRADE FOR ANY GRADE STRUCTURE OPENING (DOOR, WINDOW z N -- __ 3S -7 -- __ �lbl dO — b„ZtUO,OtiZ �� °© ��� �,/ Y� ° r °o WELL, OUTSIDE BASEMENT STAIR ACCESS, ETC.) - ,0l 3wC198 —_ —'-- � __ �i� '� m It C III S 7 ,01 r v' U z �� C% F A -d- ° - s > ° � � f 09 co ES E i iQ .ICI I ,'I 4!� -- - - - -- �, ° CITY OF CARMEL STANDARD BACKFILL NOTES: STORM SEWERS Bedding, Haunching, Initial Backfill Bedding, haunching and initial backfill for all RCP installations shall be B- Borrow for V 5.0 Structure Backfill meeting the material requirements of the INDOT. Bedding shall be placed V 5.0 E HORIZONTAL SCALE.- in the trench bottom such that after the pipe is installed to grade and line, there remains �T HORIZONTAL SCALE.' 40 a 4 -inch minimum depth of material below the pipe barrel and a minimum of 3- inches S 4.o R C r=50 30 below the bell. For pipe sizes 66- inches and larger, the minimum depth of material below C 3.0 i -50 T A the pipe barrel shall be 5- inches. Bedding, haunching and initial backfill shall be compacted in 6 lifts to less than 95% Proctor for lT L 5 2.0 o f o ° C" o -inch maximum not Standard Density the entire 1 5 2.0 °o N o ^ o C 1.0 ° depth of the material placed. The backfill shall be brought up evenly on both sides of the for the full length the Haunching to the the C 0 E A pipe of pipe. shall extend springline of pipe. n A E 00 The limit of initial backfill shall be 6- inches above the springline. Minimum trench width r L 0.0 L shall be the outside diameter of the pipe plus 18- inches. z - -- Final Backfill is o Final backfill for all RCP installations under and within 5 -feet of pavement shall be iz Z N be B- Borrow for Structure Backfill meeting the material requirements of the INDOT and shall = oO CD I compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for rq r,- ! the entire depth of the material placed. The backfill for the top 6- inches of the excavation �! + r-- CD 00 875 88 5 _ 885 , below below the start of the aggregate subbase of the pavement shall be No. 53 Stone meeting the material requirements of the INDOT and shall be compacted to not less than 95% ° XV`St111111111Y� 875 U7) 11 II Standard Proctor Density. Final Backfill for all RCP installations than 5 -feet be fill H• %{� ��i, �j PROPOSED greater of pavement shall clean material free of rocks larger than 6- inches in diameter, frozen lumps ���� p,N of soil, wood or \\e�� ��'.�GTEp�F C/,) U� - _ _ - GRADE r') 00 other extraneous material, compacted in 12 -inch maximum lifts to not less than 90% 0 00 CN 00 Standard Proctor Density for the entire depth of the excavation. _ NO. 0 CD - o z 0 EXISTING OO-) o I _• • 8827 870 �. - v U 870 880 GRADE - o W 88�� ! 0 STATE OF RSEWERTUNDERDCITY ,•, / / �ONAL`� C?�"' ADE j > ° w c/ PROPOSED o WATER AND STREETS //� 1111111 U-, ` _ Q GRADE 875 Bedding, Haunching, Initial Backfill Bedding, haunching, initial backfill materials, for mains, % 865 875 placement and compaction water ALLAN H. WEIHE P E 8827 865 _ = water service laterals, sanitary mains and sanitary service laterals shall be in accordance - - - / o = CD with the standard practice of the utility that has jurisdiction over the installation. I EXISTING .--- -. —. -i GRADE o �r o N C) I_ �° r m Final Backfill Final backfill for water mains, water service I(iterals, sanitary mains and sanitary service 1.4, o z 1� laterals 5 -feet CD 12 RCP @ Q0 00 11 O_ + r-- O II under and within of pavement shall be B- Borrow for Structure Backfill 0 o 240 Of © o C° > 870 meeting the material requirements of the INDOT and shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the depth the �o O > 860 870 cn w entire of 860 +) 11 Un C4 - material placed. The backfill for the top 6- inches of the excavation below the start of the -- [ -o / o > � - o L.ggregate subbase of the pavement shall be No. 53 Stone meeting the material w Un ° z Un � w requirements of the INDOT and shall be compacted to not less than 95% Standard Proctor II Q N �� Density. If the standard practice of the utility that has jurisdiction over the installation has C11 RCP @ 1 41% 0� amore stringent final backfill requirement, the more stringent requirement shall govern. cn un w 399' of 12 o C�' > 855 865 865 MINIMUM COVER FOR PIPE CROSSINGS OF CITY STREETS w 855 o For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary w 00 °� Sewer Laterals under City streets, regardless of the jurisdiction of the utility, the minimum �n cO cover from the top of the installed pavement to the top of the installed pipe shall be the = Ln 00 pavement section practice of the utility that has jurisdiction over the installation has a CID 00 more stringent cover requirement, the more stringent requirement shall govern. 850 I 1 > 850 860 - 860 C �I I O - 845 855 855 I s 845 840 850 850 z 840 10" PVC a - INV= 839.96 i 835 845 845 ,835 - - s 830 830 840 o" PVC 840 E—' 0 +00 0 +50 1 +00 SAEET NO. 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 5 +50 6 +00 6 +50 7 +00 I i I C301 PROJECT NO. i W06 -0031 - 4 -